Tender For Repair Work Of Pitch Road From Pahadia Balua Main Road To Gram Sabha Sirishti - Earthwork In Cutting Or In Embankment In Ordinary Soil Excavationpits Not Exceeding 1/2 Meter (20) In Depth And Earth Work In Enbankment To Be In 20Cm (8) Layers,, varanasi-Uttar Pradesh

Tender For Repair Work Of Pitch Road From Pahadia Balua Main Road To Gram Sabha Sirishti - Earthwork in cutting or in embankment in ordinary soil excavationpits not exceeding 1/2 meter (20) in depth and earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100) distance as directed by the E/I. S.I.No-253I/CMechanical Compaction in layer by Road Roller 2 Providing , laying spreading and compacting stone Agrigatesof specificsizes to water bound macadam specificationincluding spreading in uniform thickness , handpacking ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405 3 Brick edgeinglaid Lenthwise with half brick defth including excavation refling and Disposal of Surplus earth lead up to 50 mDSR 16.8.1 4 Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 --1.00 kg per sqm using mechanical means as per Technical Specification Clause 502 5 Providing and applying tack coat withEmulsion (RS1) usingdistributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 6 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - to 11.2 mm size of aggregates Mix Ratio 2:1either using penetration grade bitumen or Emulsion totherequired line, grade and level to serve as wearing course on the reviously prepared base,I/C mixing in a suitable plant laying and rolling with three smooth wheeled rollar 80-100 Tonne capacity and finishing to required level as per Tech. specification clause. 508 7 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType C as per Technical Specification Clause 510 8 Earthwork in cutting or in embankment in ordinary soil excavationpits not exceeding 1/2 meter (20) in depth and earth work in enbankment to be in 20cm (8) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5) lift and 30m (100) lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100) distance as directed by the E/I. S.I.No-253I/CMechanical Compaction in layer by Road Roller 9 Providing and laying of hot applied thermoplastic compound 2.5 mm thick with all proper complition of work same as per MORT&H spec 8.13.803 market rate 10 Supply and informatory M.S. sign Board size 1.2x0.90M made of 18gauge M.S. Sheat fixed in I.S.A 40x40x5 mm frame suported in on back side by 40x5 mm flate iron on all four side along with two vertical post of 2.15 mt.frome bottom of frame of angle iron ISA40x40x5 mm with 150 mm long horizontal leg (hold fast ) at bottom braced with 40x5 mm flat iron efectrically weldedand painted with one coat red oxide primerincluding all complite .

INR 2354 /-

INR 40720.0 /-

INR 20.36 Lakhs /-

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